Laserfiche WebLink
01998 Westwood Professional Services, Inc. <br />— J <br />Bearing are based on assumed data. <br />O Demotes iron monument set — <br />9 Denotes iron monument found <br />REVISIONS <br />i y i 14 <br />N�• l� <br />t L _ � � � � 1 ` 1 i r / ��2-1�ollon pre— <br />cast septic tanks y <br />1000 gallon, t <br />V r � ump tank <br />t'� _ v <br />. / ( proposed 4 <br />// f I l� bedroom home p <br />I I <br />I j 50 I 73.5 <br />suggested deep ! r`118 / / { <br />well location !x. df <br />Property line <br />owl <br />r. <br />Stackplleltest <br />pit area <br />d <br />i Edge of toe 01 <br />disturbed 21.5 S63 1�I"i ma <br />I <br />area ry <br />J <br />i� <br />--Ease of ', ., / Septic <br />{ disturbed ;" S82 Site <br />( 3 f area aioQ Sol 18.6 12.7 20.950 / <br />i <br />s g ' <br />'IVC <br />N toe of mound <br />ON l 1O ^d __--_-•-1G2�, <br />1022.1 bed o <br />SB4 <br />rock 1022 <br />1 Alternate <br />X022 ' t, 585 Septic <br />10 <br />-_ S86 20.� <br />Site <br />V - -- 2 .3 --- 5 <br />I� , 111 . � •` l ____ ..._ <br />1 t \\ r Benchmark <br />� ; �, :�:• 1t Top of rebar <br />elev =1024.82 - <br />r <br />I <br />I <br />percolation test ho% <br />floor = <br />1013.3± <br />Proposed <br />sod boring <br />block <br />= 1022.1± <br />-- --- ----- - <br />ex/stmg spot elevation <br />o <br />q Q 15.00 I <br />EARTH WORK CAL CULA TIONS <br />❑/ <br />E/evert/ons relative and assumed <br />Tota/ soil moved <br />= 1500-2500 Cr <br />p <br />Elevations relative to U. S. G S. 1929 N G" VD. <br />I <br />= 213 CY <br />proposed 4 <br />Denotes proposed surface dra/nage <br />Net so//s moved <br />° <br />d l <br />q <br />bedroom° home <br />,I <br />I <br />II <br />22.00�.14.0 <br />00 <br />III <br />000`' . <br />on the topographic survey <br />- <br />Prevo/us elevat/on contour <br />which was provided by the client. <br />22.00 <br />� � 28.00 I <br />- - <br />I <br />- <br />-------------- <br />-,7.0 .5� -- _- <br />-1.0 A' -� <br />15.00 <br />I <br />I <br />HOWE DE7AL <br />NO SGALE <br />LEGEND <br />Q <br />percolation test ho% <br />floor = <br />1013.3± <br />Proposed <br />sod boring <br />block <br />= 1022.1± <br />92X4 <br />ex/stmg spot elevation <br />92X4 <br />proposed spot e%votion <br />EARTH WORK CAL CULA TIONS <br />❑/ <br />E/evert/ons relative and assumed <br />Tota/ soil moved <br />= 1500-2500 Cr <br />p <br />Elevations relative to U. S. G S. 1929 N G" VD. <br />Soil in stockpile/ test pit area <br />= 213 CY <br />Denotes proposed surface dra/nage <br />Net so//s moved <br />= 1287 to 2287 CY <br />Current elevat/on contour <br />Note: The range in the total cubic <br />yards of soil moved on the <br />site is due to inaccuraccies found <br />on the topographic survey <br />- <br />Prevo/us elevat/on contour <br />which was provided by the client. <br />- - <br />L/m/t of- drstur ed_ Ods _ <br />- <br />Prim cry Mound Qu an ti ties <br />t <br />�`� `•, 3/4"-2 1/2" clean rock for rock bed - 18.5± cubic yards <br />' Clean Sand fill - 1601 cubic yards <br />t <br />topsoil for cover - 82 cubic yards <br />Loamy sand for cap 101 cubic yards <br />GRAPHIC SCALE <br />9Q—jr .'` \ ` 40 0 20 40 80 <br />160 <br />7 <br />Y Exlstfng 15` ( ) <br />culvert IN FEET t <br />?' 1 inch = 40 ft. <br />,t *t�" � ,lam / •t > � ' � �'`.� !x$y3� <br />'`` <br />B,4_r Is <br />lj�ROAP. 1\• i �S L• • 84) <br />r-- -- i-- — fi--L -_ --- <br />------- -- ---- <br />Westwood <br />MI�IMNOod Professional Services, Inc <br />104 Marty Drive Suite 3 <br />Buffalo, MN 55313 <br />612 682-2587 <br />PROPOERTY L OCA TION: <br />L of 7, Block 7, SA YS/DE HILL S <br />Hennepin County, Minnesota. <br />DESIGNED 6CM CHECKED SAG <br />DRAWN BCM <br />Septic System Site Plan <br />ORONO <br />House Elevations <br />Proposed <br />lowest <br />floor = <br />1013.3± <br />Proposed <br />top of <br />block <br />= 1022.1± <br />Proposed garage finish <br />CITY OF O ONO <br />SITE ISI' G ING PLAN <br />t <br />❑ AF� <br />❑ D' °, , <br />No tes.• 8Y <br />DATE <br />7. Avoid compaction of mound area before, during and <br />after construction <br />2. Verify before drilling that no septic tanks or sep tic areas <br />are within a 50 foot radius of proposed well location. <br />100 feet for sh o//Ow well) <br />,3 l`erify before construction that no Sha//ow we//s are within <br />100 feet, or deep we//s within 50 feet of proposed septic <br />tanks or mound area. <br />4. To extend the life of septic system pump septic tanks o <br />minimum of every 2 years. <br />5. See attached sheets for additional construction details. <br />6. Soil Classified as L erdal loam (L mB) 1-4.51. slopes, <br />according to the US Deportment of Agriculture sol/ Survey <br />7. Site p/an prepared by or under the supervision of Bernie <br />Mi/ler- M.P. C.A. License No. 43 <br />PREPARED FOR: Divere fled Construction <br />7010 H WY 7 <br />SL Louie Park, Mit. <br />DATE <br />12/22/96 <br />,10B NO <br />.� <br />98EM <br />